US 40 EDMONDSON AV over GWYNNS FALLS, CSX

Map 

Facts 

Name:	US 40 EDMONDSON AV over GWYNNS FALLS, CSX
Structure number:	200000BC2202010
Location:	0.2 MI E HILTON PKWY
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Collector (Urban) [17]
Length of largest span:	147.0 ft. [44.8 m]
Total length:	396.0 ft. [120.7 m]
Roadway width between curbs:	76.1 ft. [23.2 m]
Deck width edge-to-edge:	87.9 ft. [26.8 m]
Vertical clearance below bridge:	44.0 ft. [13.4 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1907
Year reconstructed:	1970
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	4
Main spans material:	Concrete [1]
Main spans design:	Arch - Deck [11]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,900 [as of 2007]
Truck traffic:	8% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:	None present but re-evaluation suggested [5]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	52.5 tons [47.7 metric tons]
Inventory rating:	34.7 tons [31.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	49.5
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$7,700,000

2000 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	3,382 [as of 1994]
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:	None present but re-evaluation suggested [5]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	52.5 tons [47.7 metric tons]
Inventory rating:	34.7 tons [31.5 metric tons]
Sufficiency rating:	83.2
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$153,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,382 [as of 1988]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	52.5 tons [47.7 metric tons]
Inventory rating:	34.7 tons [31.5 metric tons]
Sufficiency rating:	95.2

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